Abstract:This paper describes two new models for vehicular traffic flow multilane. One applied to vehicular traffic flow for two lanes and one to three lanes. The models are compared with model Rickert, Nagel, Schreckenberg and Latour (RNSL) for the case of two lanes, and the model Daoudia and Moussa (D-M) for the case of three lanes. The models were compared using the parameters of the fundamental diagram and considering the effect of slow vehicles.
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